1. Assessing the impact of curing on chloride penetration resistance of the concrete cover using sorptivity profiling
- Author
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Karam, Majed and Hooton, R. Douglas
- Subjects
Concrete -- Chemical properties ,Curing -- Evaluation ,Chlorides -- Chemical properties ,Dichloropropane -- Chemical properties ,Engineering and manufacturing industries - Abstract
The chloride penetration resistance of the near-surface concrete cover depth is greatly influenced by the type and extent of curing provided. Very short or ineffective curing regimes result in less cement hydration and a more porous surface due to early evaporation of capillary water. The resultant depth-dependent capillary pore structure results in a depth-dependent resistance to ingress of aggressive fluids, such as chloride solutions. Without reliable performance test methods for pre-qualification and quality assurance, minimum requirements for curing in specifications for concrete structures exposed to chlorides are typically prescriptive. In this paper, a series of modified rate of absorption tests is used to describe and quantify the effect of curing on the chloride penetration resistance of two concretes subjected to four different curing regimes, including accelerated moist curing. The proposed test method can be used to optimize curing for durability performance and allow credit for use of accelerated curing. Key words: curing, precast, performance, evaluation, chloride penetration, sorptivity. Dans la cure de beton, le type et l'etendue de la cure fournie ont un effet important sur la resistance a la penetration des ions de chlorure de l'enrobage pres de la surface. Des regimes de cure tres courts ou inefficaces reduisent l'hydratation du ciment et rendent la surface plus poreuse en raison de l'evaporation precoce de l'eau capillaire. Ainsi, la structure des pores capillaires dependant de la profondeur donne lieu a une resistance a la penetration de fluides agressifs, tels que les solutions de chlorure, en fonction de la profondeur. En l'absence de methodes d'essai de performance fiables pour la prequalification et l'assurance de la qualite, les exigences minimales dans les specifications quant a la cure des structures en beton exposees aux chlorures sont generalement normatives. Dans le present document, une serie d'essais de vitesse d'absorption modifiee est utilisee pour decrire et quantifier l'effet de la cure sur la resistance a la penetration du chlorure dans le cas de deux betons soumis a quatre regimes de cure differents, y compris la cure humide acceleree. La methode d'essai proposee peut etre utilisee pour optimiser la cure afin d'obtenir des performances de durabilite et de valider l'utilisation de la cure acceleree. [Traduit par la Redaction] Mots-cles : cure, prefabrique, performance, evaluation, penetration du chlorure, sorptivite., Introduction The type and length of effective curing (controlling both temperature and moisture) impact on the evolution of the degree of cement hydration and microstructural development of the concrete at [...]
- Published
- 2022
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